HomeMy WebLinkAboutSDP200700015 Plan - Other (not approved) 2007-02-07JUIG if-/
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM
THE VIRGINIA DEPARTMENT OF TRANSPORATION (VDOT). THIS PLAN AS DRAWN MAY
NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T.
UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY
OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS III.
B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926 ).
9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE
CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPORT ALL
INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD
THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL
RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES.
10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARES ONTO PUBLIC ROADS
AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT
EXCEED ONE HALF (1/2) FOOT CANDLE.
11. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N -12 CORRUGATED POLYETYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB -1.
13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE
IN EFFECT AT THE TIME OF CONSTRUCTION.
14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE
WITH FULL CUTOFF OPTICS.
FEBRUARY 7, 2007
MINOR SITE DEVELOPMENT PLAN
REVISIONS
COMMONWEALTH GREENBRIER
TAX MAP 61W(3) PARCEL 03 6A
CENTER
JACK JOUETT MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
BUILDING OFFICIAL
JD I ELIMINATION OF MH A 3/28/07
DRAWN BY JOHN DRUMHELLER
FIRE/ RESCUE DIVISION
ALBEMARLE COUNTY SERVICE AUTHORITY
WATER AND SEWER GENERAL PLAN NOTES
VICINITY MAP
PLANNER ( CURRENT DEVELOPMENT)
1.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK.
2.THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS
OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION
OF GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY
THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UTILITY "
1 800 552 7001 ) .
6.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
B.VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
GENERAL EROSION AND SEDIMENT CONTROL NOTES
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00
EROSION AND SEDIMENT CONTROL REGULATIONS.
2-THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -
CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS
THE FIRST STEP IN CLEARING.
4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLA SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN
INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR
WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL
PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT
ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL
FINAL STABILIZATION IS ACHIEVED.
8.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR
CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL
BE MADE IMMEDIATELY.
ENGINEER ( CURRENT DEVELOPMENT)
VIRGINIA DEPARTMENT OF TRANSPORTATION
SITE TOTALS AND LAND USE DATA NOTES
OWNER / DEVELOPER
HURT INVESTMENT COMPANY
C/O CHARLES WM HURT
PO BOX 8147
CHARLOTTESVILLE, VIRGINIA 22906
TOTAL SITE AREA : 1.339 ACRES 58,313 S.F.
PRESENT ZONING : Cl COMMERCIAL
PROPOSED USE : OFFICE
PARKING SCHEDULE : 1 SPACE PER 200 S.F. NET
LOT A PARKING REQUIRED: PER DEPUTY ZONING ADMINISTRATOR = 16
PARKING PROVIDED - 18
LOT B PARKING REQUIRED: 11,800 S.F. (TOTAL BLDG. AREA - BASEMENT) x 80% / 200 = 47
PARKING PROVIDED = 47
SHEETINDEX
SHEET 1 COVER SHEET
SHEET 2 SITE PLAN
i
TOTAL PARKING REQUIRED : 63 SPACES AND 1 LOADING SPACE
TOTAL PARKING PROVIDED : 65 SPACES AND 2 LOADING SPACES
TOTAL BUILDING COVERAGE 9,580 S.F. 16.4%
TOTAL IMPERVIOUS COVERAGE : 30,935 S.F. 53.1%
TOTAL OPEN SPACE : 17, 798 S.F. 30.5%
BOUNDARY SURVEY BY : DOMINION DEVELOPMENT RESOURCES, LLC
AERIAL TOPOGRAPHY BY : LOUISA AERIAL SURVEY INC.
MAXIMUM NUMBER OF EMPLOYEES : 28
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4334 - [ ci (b81 10 DI -38 4 503.12 497.10 497.00111DI -3B 10 504.01 499.51
DDRVA.Gom 12 EXIST.DI -3B 507.68 504.72 503.23
13 EXIST.DI -3B 507.90 505.27 SHEET 2 OF 3
MAXIMUM AMOUNT OF PAVED PARKING AND
VEHICULAR CIRCULATION AREA - 26,100 S.F.
26.100 S.F. x 5% - 1,305 S.F. REQUIRED FOR INTERIOR LANDSCAPING
1,600 S.F. PROVIDED FOR INTERIOR LANDSCAPING
STREET TREES REQUIRED - 10
STREET TREES PROVIDED - 11
SITE IS CURRENTLY COVERED WITH DECIDUOUS
HARDWOOD TREES OF VARIOUS TYPES AND SIZES
ie BLACK LOCUST, PARADISE TREE. MAPLE AND
OAK TREES.
NO EXISTING VEGETATION ON THE SITE IS TO
BE PRESERVED
v
I
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
BOTANICAL & HEIGHT AT TOTAL HEIGHT TOTAL WIDTH AREA OF
KEY MIN. CALIPER
COMMON NAME PLANTING IN 10 YEARS IN 10 YEARS CANOPY
ACER RUBRUM
RED MAPLE
2 1/2" CAL. 13 33 8.251 53 S.F.
QUERCUS PHELLOS
WILLOW OAK
2 1/2" CAL. 13 33 23.3 419 S.F.
CERCIS CANADENSIS
EASTERN REDBUD
7 17 12.6 124 S.F.
CORNUS FLORIDIA
FLOWERING DOGWOOD
7 17 12.6 124 S.F.
ILEX CORNUTA "BURFORDII NANA"
QUANTITY
8
7
DWARF BURFORD HOLLY
2 10 8.5 57 S.F. 21
TAX MAP 61W PARCEL 03 -5
COUNTY OF ALBEMARLE
ZONED : C1 COMMERCIAL
PRESENT USE : REGIONAL DETENTION BASIN
TOTAL AREA
OF CANOPY
424 S.F.
2.933 S.F.
1. 488 S.F.
1.596 S.F.
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INV IN 14 5492.'INV . ou .—
GREENBRIEH
LANDSCAPE PLAN STATE ROUTE 866
PLAN PREPARED BY
60' R/W
B. AUBREY HUFFMAN AND ASSOCIATES, LLCm
CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE, VIRGINIA
UNIVE
SCALE 1
11
20
1
S -
TOP q 6M NCMMARK Q
ELEV. 51-7 F82ANHOLE Q
U' S. G• S. DATUMINV510.31
SIGNAL ARM
EXIST. FIRE HYDRANTFIREFLOW22269Pm@20Psiresidual
SIGNAL PO
SHEET 3 OF 3